Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214801 DEA: 031G6504 EFIS: 0319000105
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-89-21.5/21.6,0.0/0.5
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: PLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM WEST RIVER STREET TO 0.2 MILE NORTH OF DEERFIELD DRIVE
Contractor Name: All-American Construction, Inc.
Contractor Address: P.O. Box 536, Live Oak, CA 95953
Resident Engineer: Bojana Guiterrez Structure Rep.: Unknown
DIME Sample ID: 2020-07-06-40
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-031
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Martis Valley Plant
DIME Test ID: 2020-07-06-40-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 12/15/2020
Date Tested: 07/28/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-031
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-031
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
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Mass of HMA Sample prior to ignition
|
no data
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Corrected Asphalt Binder Content
|
5.20 %
|
Mass Loss
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no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
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no data
|
Temperature Compensation Factor
|
no data
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Test Temperature
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no data
|
DIME Test ID: 2020-07-06-40-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/15/2020
Date Tested: 07/28/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-031
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-031
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
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Method Performed
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no data
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Mass of container filled with water
|
7346.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2143.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8632.0 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.500
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-07-06-40-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/15/2020
Date Tested: 07/28/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-031
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used?
|
No
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
99 %
|
Cumulative percent passing the 3/8 in. sieve
|
94 %
|
Cumulative percent passing the #4 sieve
|
78 %
|
Cumulative percent passing the #8 sieve
|
61 %
|
Cumulative percent passing the #16 sieve
|
46 %
|
Cumulative percent passing the #30 sieve
|
35 %
|
Cumulative percent passing the #50 sieve
|
26 %
|
Cumulative percent passing the #100 sieve
|
19 %
|
Cumulative percent passing the #200 sieve
|
13.9 %
|